Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000010 DEA: 061F8904 EFIS: 0623000107
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-63-4.0/5.5
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA.
Location Description: TULARE COUNTY IN AND NEAR VISALIA FROM AVENUE 264 TO VISALIA PARKWAY
Contractor Name: A. TEICHERT & SON INC DBA TEICHERT CONSTRUCTION
Contractor Address: 5771 S. Toyota Ave, Fresno, CA 93725
Resident Engineer: Tyler Street Structure Rep.: Unknown
DIME Sample ID: 2024-08-09-33
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2024
The quantity of what the sample constitutes: L1SL9
A brief description of the sample: 1/2" HMA type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jaxon Baker/Deer Creek
DIME Test ID: 2024-08-09-33-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/09/2024
Date Tested: 08/09/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of Samples
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1
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What is the unit of measurement for theoretical density?
|
SI Units
|
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Mass Determination
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Air
|
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Method Performed
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Mechanical Agitation - Method A
|
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Mass of container filled with water 1
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7318.7 grams
|
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Mass of oven-dry sample in air for Sample 1
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1503.5 grams
|
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Mass of container filled with the sample and water for Sample 1
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8259.5 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.672
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Theoretical maximum density at 25°C (77°F)
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2664 kg/m^3
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DIME Test ID: 2024-08-09-33-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 08/09/2024
Date Tested: 08/09/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Fahrenheit
|
|
Test procedure used?
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Method A
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Mass of the specimen basket assembly
|
2921.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4441.7 g
|
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Mass of HMA Sample prior to ignition
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1520.1 g
|
|
Corrected Asphalt Binder Content
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5.03 %
|
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Mass Loss
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86.3 g
|
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Mass of aggregate remaining after ignition
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1433.8 g
|
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Correction Factor (Percent by mass of HMA Specimen)
|
0.45 %
|
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Moisture Content
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0.2 %
|
|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
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538 F
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